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Traffic Report
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Detailed surveyed traffic volumes observed during the weekday/weekend AM and PM peak-hour periods are
attached in Appendix B.
7.2 Development Traffic Demand
7.2.1 Traffic Generation
The traffic generation rates are sourced from RTA (now RMS) dated 2002 and ITE as follows:
• Accommodation (Hotel) (ITE)
- Room/Villa/Suite/PWD 0.4 vph per room (weekday)
- Villa/Suite/PWD 0.65 vph per room (weekend)
• Retail (RTA) 12.3 vph per 100m² (weekday)
• Retail (RTA) 16.3 vph per 100m² (weekend)
• Restaurant (RTA) 5 vph per 100m²
• Hotel Function (RTA) 5 vph per 100m²
Based on the above generation rates, the trip generated by the proposed development is tabulated in Table
7-1 and Table 7-2.
Table 7-1: Traffic Generation by Proposed Development (Weekday)
Land Use Extent Weekday AM Peak** PM Peak**
Generation Rate Trip Gen External Reduction***
trip
IN OUT IN OUT
Accommodation 175 Room 0.4 vph/bedroom 70 70 35 35 35 35
12 Villa 0.4 vph/villa 5 5 2 2 2 2
3 PWD Room 0.4 vph/room 1 1 1 1 1 1
15 Suite 0.4 vph/suite 6 6 3 3 3 3
Retail (Shops) 994 m² GFA 6.15* vph/100m² GFA 61 25% 15 9 6 6 9
Restaurant 1,715 m² GFA 5 vph/100m² GFA 86 60% 51 - - 31 21
Hotel function 1,017 m² GFA 5 vph/100m² GFA 51 90% 46 - - 27 18
Total 280 194 50 47 105 89
Note: *Assumed 50% traffic would be generated during weekday AM and PM peak for retail.
**AM split: Hotel 50% IN/50% OUT, Retail – 60% IN / 40% OUT, Restaurant and Hotel Function – not operational.
**PM split: Hotel 50% IN/50% OUT, Retail– 40% IN / 60% OUT, Restaurant – 60% IN / 40% OUT and Hotel Function – 60%
IN / 40% OUT.
***Reduction – Based on the external trip.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 20
Reference: 22BRT022 RP01_1
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